Tekla Tedds Engineering Library (January 2022)

Tekla Tedds
2021
Tekla Tedds Tekla Tedds for Word
Environment
Canada
Australia
Eurocode
USA
Materials
Concrete
Masonry
Steel
Timber/Wood

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UK and Asia

Masonry column design (EN1996)

[TEDDS-6068]1 - Fixed illegal mathematical relationship with default summary table variable.

Steel beam torsion design (SCI-P-057)

[TEDDS-5765]1 - Fixed missing local combined bending and torsion preview results.

Timber member analysis & design (EN1995)

[TEDDS-6207]1 - Corrected 'no expression to calculate' error associated with shear design calculation output.
[TEDDS-6169]1 - Corrected 'Script error: The Calc Item does not exist in the Calc Library' associated with flitch calculation summary output.

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USA

Anchor bolt design (ACI318)

[TEDDS-5630]1 - Corrected the headers in the output summary table.

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Europe

Masonry column design (EN1996)

[TEDDS-6068]1 - Fixed illegal mathematical relationship with default summary table variable.

Timber member analysis & design (EN1995)

[TEDDS-6207]1 - Corrected 'no expression to calculate' error associated with shear design calculation output.
[TEDDS-6169]1 - Corrected 'Script error: The Calc Item does not exist in the Calc Library' associated with flitch calculation summary output.

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Australia

Aerodynamic shape factor (AS1170)
Basic wind loading (AS1170)
Cold formed local wind purlin design (AS1170)
Comprehensive wind loading (AS1170)
Wind pressure coefficients (AS1170)

Updated in accordance with (AS/NZS 1170.2:2021).

Other updates

Aerodynamic shape factor (AS1170)

[TEDDS-5127]1 - Corrected the shape factor sign for cladding for free roofs when designing for Case 3. Added Case 1 and 2 for cladding for free roofs and canapies. [TEDDS-5450]1 - Added inputs to add tributary areas for the member being considered and the cladding.

Cold formed local wind purlin design (AS1170)

[TEDDS-1637]1 - Enhanced to allow users to define custom sections
[TEDDS-992]1 - Fixed invalid variable name error

Steel 2D analysis & design (AS4100)

[TEDDS-6206]1 - Corrected member analysis and design UI to ensure that the bending effective length factors could be set in the design options dialog.

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Canada

Anchor bolt design (CSA-A23.3)

[TEDDS-5630]1 - Corrected the headers in the output summary table.

Footnotes

1 This number is an internal reference number and can be quoted to your local Support Department should further information on an item be required.

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